Works Department Tender
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Works Department - EICCL Tender
Civil Works
Eprocure
Opening Date7 Feb 2020
Closing Date17 Mar 2020
Tender Amount₹ 18,10,80,593
Costs
EMD
₹ 16,68,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_EICCL_58236_2Bid Award Id
ViewTender No
CE-WBP(O)-08/2019-20Tender Authority
Works Department ViewPurchaser Address
-Website
http://https://www.odisha.gov.in/
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Documents
BOQ Items
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RCC M-30 grade in well curb for abutment &pier wells as per approved drawing and technical specifications as per Section 900, 1000, 1200, 1500 & 1700 of Ministry of Road Transport & Highways (5th Revision) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge.
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RCC M-25 grade in well steining as per approved drawing and technical specifications as per Section 900, 1000, 1200, 1500 & 1700 of Ministry of Road Transport & Highways (5th Revision) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge.
2060.7
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Sinking of wells in all kinds of soil other than rock as per approved drawing and technical specifications as per Section 1200 of MoRT&H specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-charge.
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8.5 Meter external diameter of Abutment wells up to 10.00 meter depth
20
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7.00 Meter external diameter of pier wells beyond 10.00 meter depth
50
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Sinking of wells in all kinds of soil other than rock as per approved drawing and technical specifications as per Section 1200 of MoRT&H specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-charge.
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8.5 Meter external diameter of Abutment wells up to 10.00 meter depth
35.3
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7.0 Meter external diameter of Pier wells beyond 10.00 meter depth
98.3
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PCC M-15 grade with 10% extra cement for bottom plugging of abutment & pier wells as per approved drawing and technical specifications as per Section-1000, 1200 & 1700 of MoRT&H specifications for Road & Bridge works (5th Revision)and as per direction of the Engineer-in-charge.
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PCC M-15 grade for top plugging of abutment and pier wells as per approved drawing and technical specifications as per section 1000, 1200 & 1700 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-charge.
67.1
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RCC M-30 grade in well cap of abutment and pier wells as per approved drawing and technical specifications as per Section 900, 1000, 1200, 1500 & 1700 of Ministry of Road Transport & Highways (5th Revision) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge.
552.5
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RCC M-30 grade in Abutment Cap, Pier cap and pedestral as per approved drawing and technical specifications as per Section 900, 1000, 1200, 1500 & 1700 of Ministry of Road Transport & Highways (5th Revision) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge.
48.8
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RCC M-30 grade in dirt wall ,return &wing wall as per approved drawing and technical specifications as per Section 900, 1000, 1200, 1500 & 1700 of Ministry of Road Transport & Highways (5th Revision) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge.
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Providing, filling clean sand of approved quality in road work for construction of drainage layer and foundation trenches of structures in uniform layers, watered and rammed/ compacted as per approved drawing and technical specifications complete in all respect as per Section 900, 2100 and Clause 401 & 304 of MoRT&H specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
4288.035
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Rough stone dry Packing in approns and revetments as per approved drawing and technical specifications complete in all respect as per Section 2500 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
358
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Providing and laying P.C.C M-15 nomial mix foundation, wall, i.e. Toe wall/ Retaining Wall/ RCC slab/ HP/ RCC Box cell culvert and other structures as per approved drawing and technical specifications complete in all respect as per Section 900, 1000, 1500, 1700, 2100 & 2900 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
108
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RCC M-30 grade in abutment and pier shaft as per approved drawing and technical specifications as per Section 900, 1000, 1500 1700& 2200 of Ministry of Road Transport & Highways (5th Revision) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge.
455.3
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Providing and fixing of R C C M15 grade guard post of 1.0m high and of size 15cm external diameter at top and 25cm external diameter at bottom with base of 30cm x 30cm x 10cm thick as per IRC specification for finished item of work as per section 1500, 1600, & 1700 of MOSRT&H, Specification for Road and Bridge works (5th revision)
80
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Providing and laying R.C.C M-30 grade in wearing coat in Box Cell/ RCC culvert including cost of steel reinforcement for finished item of work as per approved drawing and technical specifications complete in all respect as per Section 900, 1000, 1500,1600, 1700 & 2700 of MoRT&H specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
187
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Providing and laying bituminous concrete with batch type hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to work site, laying with ahydrostatic paver finisher with sensor control to the required grade, level and alignment,rolling with smooth wheelede, vibratory and tendem roller to achived the desired compaction as per Clause 509 of MoRSRTH&H Specifications for Road & Bridge works (4th Revision)
149.544
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Providing and laying 12 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 9.5mm nominal size @ 0.005cum per 10sqm and at an approximate spacing of 10cm center to center in both directions, pressed into surface when the temperature of surfaces is not less than 100 degree centigrade,protruding 1 mm to 4 mm over mastic surface all complete as per Clause 515 of MoSRT&H Specifications for Road & Bridge works (5th. Revision)
3738.6
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R C C M40 grade for crash barrier as per approved drawing and technical specification as per section 1500 , 1700 & 2300 of MOSRT&H, Specification for Road and Bridge works (5th revision)
498.5
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RCC M-30 grade in super-structure i.e. in girder& deck slab including cost, conveyance, royality of all materials with watering, curing, centering, shuttering etc complete as per approved drawing and technical specifications as per Section 1000, 1600, 1700 & 2703 of MoRT&H specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge.
2131.6
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Providing, fitting and fixing strip seal expansion joints as per approved drawing and technical specifications as per Section 2607 of MORT & H Specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-charge.
118.3
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Providing, fitting and fixing in position true to line & level POT-Cum -PTFE BEARING consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder,sealing rings,dust seals,PTFE surface sliding against stainles steel mating surface,complete assembly to be of cast steel/fabricated structural steel,metal and elastomer elements to be as per IRC; 83 Parts-I & II respectively and other parts conforming to BS-5400,section 9.1 & 9.2 and clause 2006 under Section 2000 & 2200 of MoRTH specification (5th Revision) including cost of material complete as per drawing & approved Technical specifications and as per direction of the Engineer-in-Charge.
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Fixed type
12
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Free type
15
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Slide guide type
9
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Providing weep holes in abutment, wing wall, retaining wall and toe wall etc with 100mm dia A.C. pipe as per approved drawing and technical specifications complete in all respect as per Section 2200 & Clause 2706 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
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Providing and fixing drainage spouts in deck slab ( of HL Bridge & Box culvert) with 100 mm diameter G.I pipe for finished item of work as per approved drawing and technical specifications complete in all respect as per section 2700 & Clause 2705 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
48
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Steel reinforcement works using HYSD steels of Fe:500 grade as per approved drawing and technical specification as per section 1600 of MOSRT&H, Specification for Road and Bridge works (5th revision)
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Painting two coats with synthetic enamel paint of approved quality and shade over a coat of primer at any elevation on HL Bridge, Box Culvert/RCC Culvert, Road Safety Equipments kerb, guard post and other structures etc for the finished item of work as per technical specifications complete in al lrespect as per Section 800 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
1146.9
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Providing and laying P.C.C (1:3:6) mix in foundation structures in toe wall of revertment to HL Bridge as per approved drawing and technical specifications complete in all respect as per Section 900, 1000, 1500, 1700, 2100 & 2200 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
582.5
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Providing and laying of filter media with metal 45mm size satisfying the requirements laid down in clause 2504.2.2 of MoRTH specification as per approved drawing and technical specification
19.6
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Back filling behind abutment, wing wall and return wall complete with granular materials(sand) as per IRC-78 levelling and watering compacting in layers as per drawings and section 2200,of Technical Specification for Road & Bridge works MoRTH (5th revision) & and as per instruction of Engineer in charge.
572.1
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Gravel backing to aprons & revetments and providing filter material using gravel underneath pitching in slopes as per approved drawing and technical specifications complete in all respect as per Section 900, 1000 & 2500 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
288.9
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Providing steel liner for curbs and steining of wells as per approved drawing and technical specification as per section 1200 of MOSRT&H, Specification for Road and Bridge works (5th revision)
908
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R C C M30 grade for approach slab as per approved drawing and technical specification as per section 1500 , 1700 & 2700 of MOSRT&H, Specification for Road and Bridge works (5th revision) including cost of reinforcement.
135
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Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned upto a lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm in thickness as per Clause 201 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost of all labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
4200
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Providing and laying Granular Sub-base with Grading-IV stone screening materials as per Table 400-1 as per approved drawing and technical specifications complete in all respect as per Section 900 and Clause 401 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
351
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Providing Wet Mix Macadam using crushed stone aggregates as per approved drawing and technical specifications complete in all respect as per Section 900 and Clause 406 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
547.5
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Providing and applying primer coat with slow setting bitumen emulsion on prepared surface of granular base, including clearing road surface and spraying primer @ 0.60 Kg/ Sqm using mechanical means as per approved drawing and technical specifications complete in all respect as per Section 900, Clause 501.5.2 & 502 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
2100
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Providing and applying tack coat with rapid setting bitumen emulsion on the prepared bituminous/ granular surface including cleaning with mechanical broom and spraying bitumen emulsion @ 0.20 Kg/ Sqm using mechanical means as per approved drawing and technical specifications complete in all respect as per Section 900, Clause 501.5.2 & 503 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
2100
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Providing & laying compacted Bituminous Macadam using 60/70 grade Bitumen with Hot Mix Plant using crusher broken hard granite aggregates of specified grading premixed with bituminous binder @ 3.3 % by weight of total mix and filler, transporting the hot mix to works site, lying with Hydrostatic Paver Finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled vibratory and tandem rollers to achieve the desired compacting as per Clause No.106, 108, 111, 112, 501, 503 , 504 and section 900 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision) &including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge.
105
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Providing and laying compacted Semi Dense Bituminous Concrete with Batch type Hot Mix Plant using crushed stone aggregates of specified grading, premixed with bituminous binder of 60/70 (VG-30) penetration grade of bitumen, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibtratory and tandem rollers to achieve the desired compaction as per approved drawing and technical specifications complete in all respect as per Section 900, Clause 501 & 508 of MoRT&H Specifications for Road & Bridge works (4th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
52.5
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Providing compacted shoulder with granular materials by using moorum of approved quality, watering and compacting with PRR to achieve the required density in OMC complete in all respect as per approved drawing and technical specifications as per Section 900 and Clause 408 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
67.5
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Construction of embankment with approved materials obtained from borrow pits by mechanical means graded and compacted to meet requirement as per approved drawing and technical specifications complete in all respect as per Section 900 and clause 305 of MoRT&H Specification for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
31282.99
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Fine dressing and Turfing the slopes of embankment with compact turf grass as per approved drawing and technical specifications as per Clause 307 of MoRT&H Specifications for Road & Bridge works (Latest Revision) and as per direction of Engineer-in-charge.
800
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Reinforced cement concrete M-20 nominal mix in foundation (upto GL) with crushed stone aggregates to 20mm nominal size mechanically mixed placed in foundation and compacted by vibration including curing for 14 days with dewatering & form workas per section 1000 and 2100 of MoRT&H specification and direction of the Engineer-in-charge.
338
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Providing and laying R.C.C M-20 grade in sub structure as per approved drawing and technical specifications complete in all respect as per section 1500, 1700 & 2100 of MoRT&H specifications for Road & Bridge works (5th Revision) and & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
2750.5
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Reinforced cement concrete M-20 nominal mix in sub-structure with crushed stone aggregates to 20mm nominal size mechanically mixed placed in foundation and compacted by vibration including curing for 14 daysas per Section No.1000 and 2100 of MORT&H specifcation and direction of the Engineer-in-charge .
273.75
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Metal spall backing H.B.G. metal 45mm size in the rear side of abutment and wing wall as per approved drawing and technical specifications as per Section 2500 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
720
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Construction of service road for sinking and consyruction of well as superstructure
150
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Providing launching apron in clause 2504.2.2 of MORTH specfication for Road & Bridge works (Latest Revision)
562.5
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